WHS AT DUKALI MATA KISHANGARH

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. CH.NO.B-1 ITEM NO.1.31

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil CH.NO.B-1 ITEM NO. 1.6

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) CH.NO.B-3 ITEM NO. 3.1.6

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in. foundation ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand)CH.NO.B-6 ITEM NO. 6.1.6

Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in. superstructure ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) CH.NO.B-6 ITEM NO. 6.2.6

Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : CH.NO.B-3 ITEM NO. 3.8

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. "M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)." CH.NO.B-3 ITEM NO. 3.1.2

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick. CH.NO.B-12 ITEM NO. 12.2.1

Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. CH.NO.B-1 ITEM NO. 1.25

Banking excavated earth in layers not exceeding 20cm. in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top- most layer with power roller of 8-10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead up to 50 Mtr. and lift up to 1.5 Mtr. All kinds of soils CH.NO.B-1 ITEM NO.1.3

Miscllenous expenditure NON BSR

Please Enable Macros to View BoQ information